Cold formed sheet pile :MMZ46-1, MMZ46-2,MMZ46-3,MMZ46-4, MMZ48-1, MMZ48-2,MMZ48-3

These cold formed sheet pile MMZ46-1 experiences show the MMZ46-2 fallacy of depending on small MMZ46-3 or moderate size MMZ46-4 stone on flat slopes. If a breakwater or jetty is not high enough MMZ 46-1 to prevent the seas from crossing over MMZ 46-2 in force, stones will be removed from the MMZ 46-3 crest (zero slope) and the back side of the MMZ 46-4 structure also will be attacked. The back slopes of concrete capped structures of moderate height, are often attacked by such over wash.
The z profile sheet piles MMZ48-1 truss structure would MMZ48-2 incorporate a pipeline for transporting cement on its western side, a MMZ48-3 conveyor . These, along with the open steel mesh flooring, would be supported on longitudinal steel deck beams which, in turn, would sit on transverse deck beams which are integral with the box truss structure.

Advice may also be MMZ 48-1sought from professional archaeological MMZ 48-2 or heritage consultants. Engagement of an archaeologist MMZ 48-3 early in the life of a project may incur an initial cost, but can ultimately provide substantial cost benefits to port owners or developers in ensuring that suitable strategies to address heritage issues are followed from the start. An experienced professional will provide advice based upon their local knowledge and understanding of the context within which a project is planned and will consequently help owners and developers to minimise their commercial risk with respect to underwater cultural heritage.